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Trail, Curb/Street/Utilities <br />Cross Through Parcel <br />94.93 X <br />a9R\9ht of W aye 1rle <br />-- Hof 00 Nwy �� lA� e <br />NI5° 42 <br />Rim=897.54 _ `�8 ,y P1090 9 <br />x Inv=891.54 E 9$ RCP <br />8 �,=887.44 NW SE ���� 1� <br />/ N15 E $4. <br />Xa9 go_ °25,51 W nv / <�_g99 <br />Desc'� '05 <br />\ 6 <br />j�o2 9633 _. <br />6.- _v <br />/ <br />Ter-- ����/ trot" <br />89 <br />��°�NV= s. 889.33 mo <br />° 9 <br />�%4 <br />8°i`'Os1:\�co <br />sg---C.L Fence on Property Line8 891-- <br />GENERAL GRADING NOTES: <br />N <br />0 <br />W o <br />Z <br />C� <br />t <br />o <br />O N U <br />N V C N <br />C O J (n <br />•J Z O <br />c) O <br />i <br />i <br />P.O.B. Parcel 2 (Torrens Portion) <br />x 0 62 <br />$99�o °23'42"W� 69 <br />(Desc 2 56"W 203' <br />I <br />a � X g5n <br />U 89 <br />898.29 X � I <br />CBR \ <br />897.29 <br />Shed <br />PID:173023120002 <br />5001 Old Highway 8 <br />Owner: Towns Edge Terrace <br />94.65 <br />Desc.= S00°3 <br />§00°36'29" <br />6"E)5695 <br />W Line of the E 5 2 Fe f 1 <br />of the NE 1/4 of EOF=893.50 <br />of Sec. 17, Twp. 30, Rng. 23 <br />goo• Xgg <br />O[ <br />(Desc.= S89°57'36"W) <br />W a <br />c <br />i <br />0,,..g94a.� s` �` 5$50� R i // ��--,,,,,„ \ \\ ��53/r. /�1\ 5651 \ � �� 5673 <br />8g4.68 <br />894.84 <br />I �q5 I <br />I I <br />I I <br />Cod\ <br />8g2 fA' <br />�-- z <br />I <br />N 8 <br />a <br />-II <br />.5 I <br />C I <br />i <br />_ v i <br />O i� I <br />COo; <br />Ln <br />9p 2 <br />90234 X <br />5614 <br />6940E <br />i <br />903.5 <br />� .s <br />R m,99663w <br />96.66 -- <br />0g <br />--C.L ence W of Property Ns... <br />• <br />w/ <br />I-35\N <br />YO I esl <br />NV "� 0�01\la6 <br />Pub\1c KIWI <br />(P <br />/ <br />9p555 X <br />/ <br />v aC�esl <br />X <br />W�lW\dth 907.84 <br />Q Jb\\C Ft� 907.25 X oRm 9g e ; <br />ci �0j <br />/ <br />/ <br />!y Y <br />6 <br />gp6 q0 X _ .t L 67 <br />� '�1N-85 ,wz� `� ,0J g0 `� <br />gp9• <br />�- <br />A g6 <br />POrcell <br />w \ <br />ig°i •� / go--/ <br />\ � /PID: Old 1 <br />r \ N� BUILpIN�,S �/ 4889 <br />\ \ \\ \ \\ \ \ /I <br />\ \ / <br />\ \ \ � � <br />\\ \\ \ O O o O 9�s / <br />\ \ \ �\ �\ `, �/ / <br />\\ \ <br />1 \ \ / I I <br />�,C 902.02 � \ \ r <br />� O � <br />X\�, \�X 0 , <br />9 <br />\-_ 6 <br />909 <br />1. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />2. SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES. <br />3. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL <br />CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL <br />TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL <br />REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. <br />4. GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION <br />SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY. <br />5. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR <br />UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED <br />DURING CONSTRUCTION AT NO COST TO THE OWNER. <br />6. PROPOSED SPOT GRADES ARE FLOW -LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED. <br />7. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE <br />NOTED. <br />8. PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1 <br />9. PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED <br />AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL <br />PRIOR TO CONSTRUCTION. <br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO <br />ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE <br />TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES. <br />11. IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN <br />AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. <br />12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE <br />CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN <br />EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE <br />TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM <br />DEPTH OF 6 INCHES. <br />13. FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING <br />ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES <br />BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH <br />GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE <br />BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE <br />CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW <br />WORK. <br />14. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE <br />CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE <br />DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL <br />DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE <br />COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY <br />UNDERGROUND STORM RETENTION/DETENTION SYSTEMS. <br />15. TOLERANCES <br />15.1. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN O. <br />PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. <br />15.2. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY <br />FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. <br />15.3. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR <br />DIRECTED OTHERWISE BY THE ENGINEER. <br />30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE <br />BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 <br />BELOW THE REQUIRED ELEVATION, UNLESS <br />15.4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. <br />16. MAINTENANCE <br />16.1. THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS. <br />16.2. CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING <br />THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE <br />RESEEDED AND MULCHED. <br />16.3. WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, <br />CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. <br />CITY OF MOUNDS VIEW GRADING NOTES: <br />1. CONTRACTOR TO FOLLOW RESPONSE ACTION PLAN AND CONSTRUCTION <br />CONTINGENCY PLAN DURING ALL SUBSURFACE CONSTRUCTION ACTIVITIES. <br />EROSION CONTROL NOTES: <br />Lc• <br />/ <br />/ <br />QOP <br />. Ov X w <br />6 <br />f / <br />90g_ <br />GV-90 <br />g0'I 69 <br />0�/p2 <br />/ <br />911.73 <br />Np. <br />X 108/ ,w- <br />/ - -w - <br />-w' <br />h <br />X 910.63 <br />911.66 X \ <br />:-� X / 2 -\ <br />rL I I- 1�26 <br />g 912.20\-9i2�>xi/915�6�.\ <br />51 x^I �\� �?o �X q�/ ���/ x914.73 J i <br />�302�1400�2 fl-------- s12.o1 �/ // <br />�PAI�GF� 1 'x N �' \ • <br />2159 Mustang Drive <br />/ <br />/ <br />/ CBR <br />Rim=907.05 - <br />/ \1 Inv=901.75 Inv=899.05 N/ N/S <br />-W' <br />X go�96 <br />I <br />o� <br />0 <br />0 <br />'^ X <br />N / <br />907.39 <br />TC <br />-910 <br />-2313-69 1;905.23 -- -- -- -- -- -- 199:86---11:67: <br />Existing Building <br />GRADING PLAN LEGEND: <br />EX. 1' CONTOUR ELEVATION INTERVAL <br />1.0' CONTOUR ELEVATION INTERVAL <br />SPOT GRADE ELEVATION (GUTTER/FLOW LINE <br />UNLESS OTHERWISE NOTED) <br />SPOT GRADE ELEVATION GUTTER <br />SPOT GRADE ELEVATION TOP OF CURB <br />SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS <br />SPOT GRADE ELEVATION MATCH EXISTING <br />GRADE BREAK - HIGH POINTS <br />CURB AND GUTTER (T.0 = TIP OUT) <br />EMERGENCY OVERFLOW <br />Know what's below. <br />Call before you dig. <br />L73 CD <br />Civil Engineering ° Surveying ° Landscape Architecture <br />St. Louis Park, MN 55416 <br />PROJECT <br />4889 OLD HIGHWAY 8, MOUNDSVIEW, MN 55112 <br />7645 LYNDALE AVE S, MINNEAPOLIS, MN 55423 <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY <br />LICENSED PROFESSIONAL ENGINEER <br />UNDER THE LAWS OF THE STATE OF <br />?:„La koialee_ <br />David J. Knaeble <br />DATE 09/30/21 LICENSE NO. 48776 <br />ISSUE/SUBMITTAL SUMMARY <br />DATE <br />DESCRIPTION <br />09/30/21 <br />CITY SUBMITTAL <br />DRAWN BY:XX <br />REVIEWED BY: XX <br />PROJECT NUMBER: XXXXX <br />REVISION SUMMARY <br />DATE <br />DESCRIPTION <br />GRADING PLAN - <br />OVERALL SITE <br />COPYRIGHT2021 CIVIL SITE GROUP INC. <br />